US20060147271A1 - Portable flood-barriers system - Google Patents
Portable flood-barriers system Download PDFInfo
- Publication number
- US20060147271A1 US20060147271A1 US11/273,250 US27325005A US2006147271A1 US 20060147271 A1 US20060147271 A1 US 20060147271A1 US 27325005 A US27325005 A US 27325005A US 2006147271 A1 US2006147271 A1 US 2006147271A1
- Authority
- US
- United States
- Prior art keywords
- block
- barrier
- bladder
- portable
- concrete
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
- 239000000758 substrate Substances 0.000 claims abstract description 7
- 230000004888 barrier function Effects 0.000 claims description 13
- 238000006424 Flood reaction Methods 0.000 description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- 239000007788 liquid Substances 0.000 description 2
- 239000004576 sand Substances 0.000 description 2
- 230000000903 blocking effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 239000013589 supplement Substances 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/10—Dams; Dykes; Sluice ways or other structures for dykes, dams, or the like
- E02B3/106—Temporary dykes
Definitions
- An embodiment of the present invention provides a portable or mobile flood-barriers system, e.g., which will be able to protect property from floods, flooding—rising water levels, etc., and so can function similarly to a levee or floodwall or can function to supplement a levee or floodwall, on a permanent or temporary basis.
- the system can include: a portable block of substantial mass, e.g., a New Jersey concrete safety shape barrier (also known as a New Jersey wall or Jersey wall); and a deflatable bladder, e.g., a long rubber-lining airbed.
- the New Jersey wall can serve as a first or main flood-barrier to flooding. Air will be pumped into the airbed and this serves as a second or secondary flood-barrier.
- the airbed can reduce if not seal the gaps between concrete wall bottoms and the ground and in between the wall sections (where arranged end-to-end) so as to reduce if not prevent the passage of flood water.
- a portable flood-barriers system can protect streets, properties, cities, etc. from floods and flooding. It may also be used to provide levees with extra height in place of limited height sand bags or other temporary and limited height barriers. It is easy and quick to install, more secure than sand bags, and it gives protection from floods in terms of property and/or human lives.
- FIG. 1 is a conceptual side view of a portable block of substantial mass, e.g., a New Jersey concrete safety shape barrier, according to an embodiment of the present invention.
- FIG. 2 is a conceptual side view of a deflatable bladder in an inflated state, e.g., an inflated long rubber-lining flat airbed, according to an embodiment of the present invention.
- FIG. 3 is a conceptual side view of the New Jersey type concrete wall sitting on an inflated long rubber-lining flat airbed, according to an embodiment of the present invention.
- FIG. 4 is a conceptual three-quarter perspective view of a deflatable bladder in an inflated state, e.g., an inflated long rubber-lining flat airbed, according to an embodiment of the present invention.
- FIG. 5 is conceptual three-quarter perspective view of multiple portable blocks of substantial mass, e.g., New Jersey concrete safety shape barriers, connected together end-to-end, according to an embodiment of the present invention.
- FIG. 6 is a conceptual three-quarter perspective view of a deflatable bladder, e.g., a long rubber-lining flat airbed, in a substantially deflated state, according to an embodiment of the present invention.
- a deflatable bladder e.g., a long rubber-lining flat airbed
- FIG. 7 is a conceptual three-quarter perspective view of a portable and substantially massive block sitting on a deflatable bladder in a deflated state, according to an embodiment of the present invention.
- FIG. 8 is a conceptual side view of a portable & substantially massive block sitting on a deflatable bladder in an inflated state, together serving as a portable or mobile flood-barrier, according to an embodiment of the present invention.
- a portable block of substantial mass 1 e.g., a concrete safety shape barrier (such as the New Jersey type, the F-shape type, the Ontario tall wall type, the constant-slope type, the GM type, etc.), has attachment rings 2 .
- the attachment rings 2 can be used to help transport and/or position the block 1 , e.g., a New Jersey type concrete wall.
- the rings 2 can also be used for securing, e.g., tethering, an otherwise free (or tetherable) portion 12 of a deflatable bladder 3 (not shown in FIG. 1 but see FIG. 2 ) to the block 1 .
- the bladder 3 can be, e.g., a long cylindrical rubber-lining (or some other substantially gas-impermeable construction) flat airbed.
- the block 1 in cross-section, can be substantially trapezoidal.
- the block 1 can include a bull-nose flange 10 extending from a base portion of the block 1 .
- a to-be-pinched portion 14 of the bladder 3 extends generally horizontally underneath the block 1 .
- the tetherable portion 12 of the bladder when inflated with a gas (such as air) or a liquid, extends generally vertically such that the bladder 4 wraps partially around the bull-nose flange 10 .
- the long rubber-lining flat airbed 3 is at least partially inflated with a gas or liquid 4 (e.g., air) has attachment rings 5 , which can be used to tether the airbag 3 to the New Jersey type concrete wall 1 .
- a gas or liquid 4 e.g., air
- a New Jersey type concrete wall 1 sitting on the long rubber-lining flat airbed 3 is secured by a string 6 (e.g., a rope, claim, cable, etc.) connected between the rings 2 on the wall and the rings 5 on the airbed.
- the to-be-pinched portion 14 of the bladder 3 is disposed on a substrate.
- the block 1 is disposed at least partly on the to-be-pinched portion 14 of the bladder 1 so as to releasably compress the to-be-pinched portion 14 between the block 1 and the substrate.
- the block 1 can releasably hold the portion 14 of the bladder 14 between itself and the substrate due to friction induced by gravitation force up block 1 .
- FIG. 7 a New Jersey type concrete wall 1 sits partially on the long rubber-lining flat airbed 3 .
- FIG. 8 a New Jersey type concrete wall 1 sitting on the long rubber-lining flat airbed 3 is secured by string 6 connected between rings 2 on the wall and rings 5 on the airbed.
- the to-be-pinched portion 14 of the long rubber-lining flat airbed 3 lies on a riverbed (or seabed, lakebed, etc.) 8 and remaining portions (especially when inflated) in combination with the wall 1 serve as a flood-barrier, blocking the water 7 .
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Revetment (AREA)
Abstract
A portable flood-barrier-system can include a portable block of substantial mass; and a deflatable bladder, a first portion of which is disposed on a substrate; the block being disposed at least partly on the first portion of the bladder so as to releasably compress the first portion between the block and the substrate and so releasably hold the first portion therebetween due to friction.
Description
- This application is a continuation of U.S. patent application Ser. No. 10/441,210 filed on May 20, 2003, the entirety of which hereby is incorporated herein by reference.
- Every year, during the summer and fall seasons, we experience heavy rainfalls and flooding. Whenever there is heavy rainfall, the problems of flooding streets and the safety of levees arise. The flooding of streets and cities results in the loss of human life and millions of dollars worth of property damage.
- An embodiment of the present invention provides a portable or mobile flood-barriers system, e.g., which will be able to protect property from floods, flooding—rising water levels, etc., and so can function similarly to a levee or floodwall or can function to supplement a levee or floodwall, on a permanent or temporary basis. The system can include: a portable block of substantial mass, e.g., a New Jersey concrete safety shape barrier (also known as a New Jersey wall or Jersey wall); and a deflatable bladder, e.g., a long rubber-lining airbed. The New Jersey wall can serve as a first or main flood-barrier to flooding. Air will be pumped into the airbed and this serves as a second or secondary flood-barrier. The airbed can reduce if not seal the gaps between concrete wall bottoms and the ground and in between the wall sections (where arranged end-to-end) so as to reduce if not prevent the passage of flood water.
- A portable flood-barriers system according to an embodiment of the present invention can protect streets, properties, cities, etc. from floods and flooding. It may also be used to provide levees with extra height in place of limited height sand bags or other temporary and limited height barriers. It is easy and quick to install, more secure than sand bags, and it gives protection from floods in terms of property and/or human lives.
-
FIG. 1 is a conceptual side view of a portable block of substantial mass, e.g., a New Jersey concrete safety shape barrier, according to an embodiment of the present invention. -
FIG. 2 is a conceptual side view of a deflatable bladder in an inflated state, e.g., an inflated long rubber-lining flat airbed, according to an embodiment of the present invention. -
FIG. 3 is a conceptual side view of the New Jersey type concrete wall sitting on an inflated long rubber-lining flat airbed, according to an embodiment of the present invention. -
FIG. 4 is a conceptual three-quarter perspective view of a deflatable bladder in an inflated state, e.g., an inflated long rubber-lining flat airbed, according to an embodiment of the present invention. -
FIG. 5 is conceptual three-quarter perspective view of multiple portable blocks of substantial mass, e.g., New Jersey concrete safety shape barriers, connected together end-to-end, according to an embodiment of the present invention. -
FIG. 6 is a conceptual three-quarter perspective view of a deflatable bladder, e.g., a long rubber-lining flat airbed, in a substantially deflated state, according to an embodiment of the present invention. -
FIG. 7 is a conceptual three-quarter perspective view of a portable and substantially massive block sitting on a deflatable bladder in a deflated state, according to an embodiment of the present invention. -
FIG. 8 is a conceptual side view of a portable & substantially massive block sitting on a deflatable bladder in an inflated state, together serving as a portable or mobile flood-barrier, according to an embodiment of the present invention. - The accompanying drawings are intended to depict example embodiments of the present invention and should not be interpreted to limit the scope thereof. The accompanying drawings are not to be considered as drawn to scale unless explicitly noted.
- In
FIGS. 1 and 5 , a portable block ofsubstantial mass 1, e.g., a concrete safety shape barrier (such as the New Jersey type, the F-shape type, the Ontario tall wall type, the constant-slope type, the GM type, etc.), hasattachment rings 2. Theattachment rings 2 can be used to help transport and/or position theblock 1, e.g., a New Jersey type concrete wall. Therings 2 can also be used for securing, e.g., tethering, an otherwise free (or tetherable) portion 12 of a deflatable bladder 3 (not shown inFIG. 1 but seeFIG. 2 ) to theblock 1. Thebladder 3 can be, e.g., a long cylindrical rubber-lining (or some other substantially gas-impermeable construction) flat airbed. - The
block 1, in cross-section, can be substantially trapezoidal. Theblock 1 can include a bull-nose flange 10 extending from a base portion of theblock 1. A to-be-pinchedportion 14 of thebladder 3 extends generally horizontally underneath theblock 1. The tetherable portion 12 of the bladder, when inflated with a gas (such as air) or a liquid, extends generally vertically such that thebladder 4 wraps partially around the bull-nose flange 10. - In
FIGS. 2, 4 , and 6, the long rubber-liningflat airbed 3 is at least partially inflated with a gas or liquid 4 (e.g., air) hasattachment rings 5, which can be used to tether theairbag 3 to the New Jerseytype concrete wall 1. - In
FIG. 3 , a New Jerseytype concrete wall 1 sitting on the long rubber-liningflat airbed 3 is secured by a string 6 (e.g., a rope, claim, cable, etc.) connected between therings 2 on the wall and therings 5 on the airbed. In other words, the to-be-pinchedportion 14 of thebladder 3 is disposed on a substrate. Theblock 1 is disposed at least partly on the to-be-pinched portion 14 of thebladder 1 so as to releasably compress the to-be-pinched portion 14 between theblock 1 and the substrate. As such, theblock 1 can releasably hold theportion 14 of thebladder 14 between itself and the substrate due to friction induced by gravitation force upblock 1. - In
FIG. 7 , a New Jerseytype concrete wall 1 sits partially on the long rubber-liningflat airbed 3. - In
FIG. 8 , a New Jerseytype concrete wall 1 sitting on the long rubber-liningflat airbed 3 is secured bystring 6 connected betweenrings 2 on the wall andrings 5 on the airbed. The to-be-pinchedportion 14 of the long rubber-liningflat airbed 3 lies on a riverbed (or seabed, lakebed, etc.) 8 and remaining portions (especially when inflated) in combination with thewall 1 serve as a flood-barrier, blocking thewater 7. - With some embodiments of the present invention having thus been described, it will be obvious that the same may be varied in many ways. Such variations are not to be regarded as a departure from the spirit and scope of the present invention, and all such modifications are intended to be included within the scope of the present invention.
Claims (7)
1. A portable flood-barrier system comprising:
a portable block of substantial mass; and
a deflatable bladder, a first portion of which is disposed on a substrate;
the block being disposed at least partly on the first portion of the bladder so as to releasably compress the first portion between the block and the substrate and so releasably hold the first portion therebetween due to friction.
2. The system of claim 1 , wherein the block of substantial mass is a concrete barrier.
3. The system of claim 2 , wherein the concrete barrier is a safety shape barrier.
4. The system of claim 3 , wherein the block of substantial mass is one of a New Jersey concrete safety shape barrier, an F-shape barrier, an Ontario tall-wall barrier, a constant-slope barrier and a GM barrier.
5. The system of claim 1 , further comprising:
a plurality of tethers to connect a second portion of the bladder to a top surface of the block;
wherein a bottom surface of the block presses against the first portion;
wherein the second portion is located generally opposite to the first portion; and
wherein the top surface of the block is located generally opposite to the bottom surface.
6. The system of claim 1 , wherein the block, in cross-section, is substantially trapezoidal.
7. The system of claim 1 , wherein:
the block includes a bull-nose flange extending from a base portion of the block;
the first portion, extends generally horizontally underneath the block; and
other portions of the bladder, when inflated, extend generally vertically such that the bladder wraps partially around the bull-nose flange.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US11/273,250 US7281879B2 (en) | 2003-05-20 | 2005-11-15 | Portable flood-barriers system |
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US10/441,210 US20040234340A1 (en) | 2003-05-20 | 2003-05-20 | Mobile levee system |
| US11/273,250 US7281879B2 (en) | 2003-05-20 | 2005-11-15 | Portable flood-barriers system |
Related Parent Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| US10/441,210 Continuation US20040234340A1 (en) | 2003-05-20 | 2003-05-20 | Mobile levee system |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| US20060147271A1 true US20060147271A1 (en) | 2006-07-06 |
| US7281879B2 US7281879B2 (en) | 2007-10-16 |
Family
ID=33449954
Family Applications (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| US10/441,210 Abandoned US20040234340A1 (en) | 2003-05-20 | 2003-05-20 | Mobile levee system |
| US11/273,250 Expired - Fee Related US7281879B2 (en) | 2003-05-20 | 2005-11-15 | Portable flood-barriers system |
Family Applications Before (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| US10/441,210 Abandoned US20040234340A1 (en) | 2003-05-20 | 2003-05-20 | Mobile levee system |
Country Status (1)
| Country | Link |
|---|---|
| US (2) | US20040234340A1 (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20070060097A1 (en) * | 2005-08-02 | 2007-03-15 | Edge Stephen W | VOIP emergency call support |
| US7297186B1 (en) * | 2004-05-06 | 2007-11-20 | The United States Of America As Represented By The Secretary Of The Navy | Tethered, inflatable holder for flowable material |
| US20080240861A1 (en) * | 2007-02-01 | 2008-10-02 | Amanda Phillips | Prefabricated levee apparatus and system |
| US7991049B2 (en) * | 1998-11-09 | 2011-08-02 | Broadcom Corporation | Video and graphics system with video scaling |
| US8848792B2 (en) | 1998-11-09 | 2014-09-30 | Broadcom Corporation | Video and graphics system with video scaling |
| US11313097B2 (en) * | 2020-04-15 | 2022-04-26 | George Mason University | Dynamically deployable low-visibility pneumatic cofferdam system, method and apparatus |
Families Citing this family (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US7708495B1 (en) | 2007-11-20 | 2010-05-04 | Chris Antee | Levee system |
| US20120207545A1 (en) * | 2011-12-14 | 2012-08-16 | Clarence A. Cassidy | Rapid Deployment, Self-Inflating, Interlocking, Modular Flood-Water Barrier Wall System |
| US9758939B2 (en) | 2012-10-12 | 2017-09-12 | Beau G. Adams | Multi-part reusable levee bag |
| US9267251B2 (en) * | 2012-10-12 | 2016-02-23 | Beau G. Adams | Multi-part reusable levee bag |
| US9587366B2 (en) | 2012-10-12 | 2017-03-07 | Beau G. Adams | Multi-part reusable levee bag with biodegradable portions |
| US9951618B2 (en) | 2013-07-30 | 2018-04-24 | Jorge O. Moreno | Removable barrier for protecting tunnels and other structures from flooding and other hazards |
| CN103774623B (en) * | 2013-12-23 | 2015-07-15 | 烟台华卫橡胶科技有限公司 | Air shield type sediment ejection gate |
| US9512581B2 (en) * | 2014-02-27 | 2016-12-06 | Caylym Technologies International, Llc | Rapid deployment barrier system |
| CA2894024A1 (en) | 2014-06-06 | 2015-12-06 | Beau G. ADAMS | Fillable barrier bag |
| US10240310B2 (en) | 2014-06-06 | 2019-03-26 | Larry J. Ragsdale, Jr. | Berm or levee expansion system and method |
| CN104631411B (en) * | 2014-12-31 | 2015-09-23 | 河海大学 | A kind of ship lock air bag |
| CN106012965B (en) * | 2016-07-19 | 2017-12-05 | 于卫华 | The emergent removable splicing water storage dam apparatus of dash |
| US10538889B2 (en) | 2017-05-24 | 2020-01-21 | Larry J Ragsdale, Jr. | Berm or levee expansion system and method |
| US10822894B2 (en) * | 2017-11-08 | 2020-11-03 | Jose Guerrero, JR. | Fluid containment structure and system |
| CN114892607B (en) * | 2022-05-31 | 2023-01-31 | 昆明理工大学 | Assembled dam core wall structure and construction method thereof |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4279540A (en) * | 1979-02-09 | 1981-07-21 | Kazuto Nakazawa, General Director Public Works Research Institute Ministry Of Construction | Collapsable dam |
| US5735636A (en) * | 1992-03-30 | 1998-04-07 | Hydro-Quebec | Method for installing an expansion joint in a concrete dam |
| US6102620A (en) * | 1998-01-13 | 2000-08-15 | Bridgestone Corporation | Rubber dam and method of application thereof |
| US6354762B1 (en) * | 1999-04-05 | 2002-03-12 | Bridgestone Corporation | Mounting member and flexible membrane dam |
-
2003
- 2003-05-20 US US10/441,210 patent/US20040234340A1/en not_active Abandoned
-
2005
- 2005-11-15 US US11/273,250 patent/US7281879B2/en not_active Expired - Fee Related
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4279540A (en) * | 1979-02-09 | 1981-07-21 | Kazuto Nakazawa, General Director Public Works Research Institute Ministry Of Construction | Collapsable dam |
| US5735636A (en) * | 1992-03-30 | 1998-04-07 | Hydro-Quebec | Method for installing an expansion joint in a concrete dam |
| US6102620A (en) * | 1998-01-13 | 2000-08-15 | Bridgestone Corporation | Rubber dam and method of application thereof |
| US6354762B1 (en) * | 1999-04-05 | 2002-03-12 | Bridgestone Corporation | Mounting member and flexible membrane dam |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US7991049B2 (en) * | 1998-11-09 | 2011-08-02 | Broadcom Corporation | Video and graphics system with video scaling |
| US8848792B2 (en) | 1998-11-09 | 2014-09-30 | Broadcom Corporation | Video and graphics system with video scaling |
| US7297186B1 (en) * | 2004-05-06 | 2007-11-20 | The United States Of America As Represented By The Secretary Of The Navy | Tethered, inflatable holder for flowable material |
| US20070060097A1 (en) * | 2005-08-02 | 2007-03-15 | Edge Stephen W | VOIP emergency call support |
| US20080240861A1 (en) * | 2007-02-01 | 2008-10-02 | Amanda Phillips | Prefabricated levee apparatus and system |
| US11313097B2 (en) * | 2020-04-15 | 2022-04-26 | George Mason University | Dynamically deployable low-visibility pneumatic cofferdam system, method and apparatus |
Also Published As
| Publication number | Publication date |
|---|---|
| US20040234340A1 (en) | 2004-11-25 |
| US7281879B2 (en) | 2007-10-16 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| REMI | Maintenance fee reminder mailed | ||
| LAPS | Lapse for failure to pay maintenance fees | ||
| STCH | Information on status: patent discontinuation |
Free format text: PATENT EXPIRED DUE TO NONPAYMENT OF MAINTENANCE FEES UNDER 37 CFR 1.362 |
|
| FP | Lapsed due to failure to pay maintenance fee |
Effective date: 20111016 |